Steel Frames with Discretely Connected Precast Concrete Infill Panels
Author(s): |
H. H. Snijder
H. Hofmeyer J. C. D. Hoenderkamp |
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Medium: | conference paper |
Language(s): | English |
Conference: | 35th Annual Symposium of IABSE / 52nd Annual Symposium of IASS / 6th International Conference on Space Structures: Taller, Longer, Lighter - Meeting growing demand with limited resources, London, United Kingdom, September 2011 |
Published in: | IABSE-IASS 2011 London Symposium Report |
Year: | 2011 |
Abstract: |
This paper presents an overview of research undertaken at Eindhoven University of Technology in The Netherlands on hybrid lateral load resisting structures consisting of steel frames with discretely connected precast concrete infill panels. These are classified as semi-integral infilled frames. Discretely connected precast concrete panels contribute substantially to building stiffness and strength. Several types of discrete steel-concrete connections have been designed and tested experimentally to obtain their characteristics. Subsequently, these connections were tested in full- scale experiments on one-storey, one-bay, hybrid infilled frame structures. Finite element simulations were performed for comparison showing that simulation of the behaviour of the hybrid lateral load resisting structure is possible. The validated finite models were used for parametric studies with the goal of developing analytical models as a basis for design rules. |
Keywords: |
high-rise building steel frame lateral load multi-storey building precast concrete panels infilled frames discrete connection hybrid frame
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